Fig. 2000: Heavy Duty Pipe Saddles

Fig. 2000: Heavy Duty Pipe Saddles A
Fig. 2000: Heavy Duty Pipe Saddles

NOTE:
1. Tolerances: R=1%-0
Other Dimension – 1/16, Except Plate Thickness – 1/32 Angle – 1 1/4 Deg.
2. Full Encirclement Saddle Plates shall be used on all cross-country pipelines, on Grade X-46 or higher strength pipe, and on all station pipework designed to operate at or in excess of 90% of Min. Specified yield strength. Segmental Saddle Plates shall be used on station pipework designed to operate at less than 50% of min. yield strength.
3. For maximum spans of pipelines using saddles use Standard Engineering Practice.
4. Pipe Support of Sleeper Under the Saddle shall be designed to accommodate full axial movement of the pipeline and saddle.
5. Vent hole 1/4 to be drilled in each segment of saddle.

HOW TO ORDER: Specify figure number, pipe size, and description.

PIPE SIZERADIUSDIMENSIONSAPPROX.
WEIGHT lbs.
R
ABCD
E
FType 1Type 2
20
10
20 1/2
2 3/8
7
4
1/2
3/8
165
90
22
11
22
2 5/8
7 1/2
4
1/2
3/8
185
100
24
12
23  1/2
2 7/8
8
4
1/2
3/8
195
105
26
13
25 1/2
3 3/8
8 1/2
4
1/2
3/8
210
110
28
14
27
3 5/8
9
4
1/2
3/8
230
120
30
15
29
4
9 1/2
4
5/8
1/2
315
175
32
16
31
4 1/2
10
4
5/8
1/2
330
190
34
17
32
5
10
4
5/8
1/2
355
200
36
18
34
5
11
4
5/8
1/2
375
210
38
19
36
6
11
4
5/8
1/2
395
220
40
20
38
6
12
4
5/8
1/2
420
235
42
21
40
6
13
4
5/8
1/2
440
250
48
24
46
6
16
4
5/8
1/2
510
285
54
27
52
7
19
4
5/8
1/2
575
320
60
30
58
8
20
4
5/8
1/2
625
360
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